K-4 - Pay Estimate 9 - Rathje Construction - Original Town Phase Two

DATE: May 11, 2022 OwneR: CITY OF TIFFIN PROJECT: Original Town Urbanization Project: Phase Two PROJECT # HFC#12218.13123 CONTRACT( Rathje Construction ITEM CONTRACT | | EST UNIT CONTRACTOR's NO. ITEMS UNIT QTY PRICE BID-PRICE BID SCHEDULE . Pay Period #9 TOTAL TO DATE (NOTE: Items shown in BOLD are the ADDENDUM CHANGES) OTY AMOUNT OTY AMOUNT 1 CLEARING & GRUBBING UNITS 557.80 $22.00 $12,271.60 $ - 557.80 | $ 12,271.60 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW cy 5691.12 $9.00 $51,220.08 $ - 5,078.00 | $ 45,702.00 3 EXCAVATION, CLASS 10, WASTE cy 2126.50 $11.00 $23,391.50. 5 - 2,082.00 | $ 22,902.00 4 TOPSOIL, STRP, SALVAGE & RESPREAD cY 885.30 $14.00 $12,394.20 $ ~ 686.00 | $ 9,604.00 5 SUBGRADE PREPARATION ~ SY 4553.15 $2.00 $9,106.30 1,305.00 | $ 2,610.00 5,635.00 | $ 11,270.00 6 MODIFIED SUBBASE cy 1494.53 $34.00). ‘$50,814.02 217,50 | $ 7,395.00 2,068.74 | $3 70,337.16 7 SHOULDER FINISH, EARTH STA 43.64 $305.00 $13,310.20 $ - - $ - 8 REMOVAL OF KNOWN PIPE CULVERTS, MISC. SIZE AND TYPE LF 1334.00 $10.00 313,340.00 123.00 | $ 1,230.00 1,323.60 | $ 13,236.00 9 STORM SEWER, TRENCHED, 12 IN DIA. LF 296.00 $65.00 $19,240.00. $ - 321.00 | $ 20,865.00 10 STORM SEWER, TRENCHED, 15 IN DIA. LF 459,00 $52.00 $23,868.00 $ - 498.50 | $ 25,922.00 ll STORM SEWER, TRENCHED, 18 IN DIA. LF 472,00 $77.00 $36,344.00 $ - 584.50 | $ 45,006.50 12 STORM SEWER, TRENCHED, 24 IN DIA, LF 632.50 $90.00 $36,925.00 $ - 632.50 | $ 56,925.00 13 PIPE APRON, RCP, 24 IN. EACH 1,00 $1,500.00]. - $1,500.00 $ - 1,00 | $ 1,500.00 14 PIPE APRON GUARD EACH 1.00 $1,350.00 $1,350.00° $ - 1.00 | $ 1,350.00 15 SUBDRAIN, PREFORATED PLASTIC PIPE, 4 IN. DIA. LF 2269,00 $14.00 $31.766,00 5 - 1,425.00 | $ 19,950.00 16 SUBDRAIN, PREFORATED PLASTIC PIPE, 6 IN. DIA. : LF 585.00 $15.00 $8,775.00 $ - 260.00 | $ 3,900.00 17 SUBDRAIN OUTLET, CMP, 4 IN. DIA EACH 22,00 $250.00 $5,500.00 $ - 12.00 | $ 3,000.00 18 SUBDRAIN OUTLET, CMP, 6 IN. DIA EACH 4.00 $250.00 $1,000.00 § - 8.00 | $ 2,000.00 19 SUBDRAIN CLEANOUT, TYPE B, 24-INCH EACH 1.00 $850.00 $850.06 $ - - $ - 20 WATERMAIN, TRENCHED, DR-18 PVC, 6 IN. DIA. LF 1419.00 $38.00 $53,922.00 § - 1,449.00 | $ 55,062.00 21 FITTINGS, MJ, DIP,6 IN, DIA, EACH 19.00 $250.00 $4,750:00 $ - 27,00 | $ 6,750.00 22 WATER SERVICE PIPE, TYPE K COPPER, 1 IN, DIA. LF 239.00 $75.00 $17,925.00 $ - 214.00 | $ 16,050.00 23 WATER SERVICE CORPORATION, 1 IN, DIA. EACH 16.00 $307.00 $4:912.00 $ - 16.00 | $ 4,912.00 24 WATER SERVICE CURB STOP AND BOX, 11N. DIA. EACH 16.00 $345.00 $5,520:00 3 - 16.00 | $ 5,520.00 25 GATE VALVE, MJ, 6 IN, DIA. EACH 17.00 $1,175.00 $19,975.00 $ - 17.00 | $ 19,975.00 26 FIRE HYDRANT ASSEMBLY, WM-201 EACH 6.00 $4,700.00 $28,200,00 $ - 6.00 | $ 28,200.00 27 VALVE 8OX EXTENSION/ADJUSTMENT EACH 7.00 $400.00 $2,800.00 3 - - 3 : 28 FIRE HYDRANT ADJUSTMENT EACH 1.00 $1,400.00 $1,400.00 $ - 1.00 | $ 1,400.00 29 WATERMAIN CONFLICTS EACH 8.00 $3,600.00 $28,800.00" $ - 10,00 | $ 36,000.00 30 WATERMAIN REMOVALS LS 1,00 $10.00 $10.00: $ - 1.00 | 3 10.00 31 MANHOLE, SW-401, 48 IN, EACH 3.00 $3,375.00 $10,125.00 $ - 3.00 | $ 10,125.00 32 MANHOLE, SW-401, 60 IN. EACH 1.00 $5,450.00 $5.450.00: $ - 1.00 | $ 5,450.00 33 INTAKE, SW-501 EACH | . 21.00 $2,300.00 $48:300.00- $ - 20.00 | $ 46,000.00 34 INTAKE, SW-501, MODIFIED EACH 4.00 $2,775.00]. ° $11:100,00 $ - 4.00 | $ 11,100.00 35 INTAKE, SW-542 EACH 5,00 $1,050.00 $5,250.00: $ - 5.00 | $ 5,250.00 36 MANHOLE ADJUSTMENT, MINOR EACH 4.00 $500.00 $2,000:00 $ - 3.00 | $ 1,500.00 37 INTAKE ADJUSTMENT, MINOR EACH 1.00 $750.00 $750.00 3 - - § = - 38 REMOVE INTAKE EACH 8.00 $750.00 $6,000.00 $ - 8.00 | $ 6,000.00 39 PATCHES, FULL DEPTH FINISH, BY COUNT EACH 10.00 $325.00 $3,250.00 3 - 5.00 | $ 1,625.00 40 PATCHES, FULL DEPTH FINISH, BY COUNT sy 111.00 $82.30 “$9,135.30 $ - 5.00 | $ 411.50 4] SUBBAS, (PATCHES) sy 111.00 $15.00 $1,665.00 $ - 50,00 [| $ 750.00 42 PAVEMENT, PCC, CLASS C, 3 DURABILITY 9 IN. THICK sy 2820.83 $46.45 $131,027.55: $ - 2,069.26 | $ 96,117.13 43 PAVEMENT, PCC, CLASS C, 3 DURABILITY 6 IN. THICK SY 1327.29 $49.65 $65,899.95 $ - 749.74 | $ 37,224.59 44 PAVEMENT, BRICK/PAVER INLAY sY 651.39 $215.00 $140,048.35 $ - 148.30 | $ 31,884.50 45 BITUMINOUS BEDDING COURSE sy 651.39 $11.25 $7,328.14 $ - - $ - 46 CURB AND GUTTER, 36 IN, WIDE, 9 IN. THICK LF 2287.70 $35.00 $80,069.50 $ - 1,449.00 | $ 50,715.00 47 PAVEMENT, HMA, STANDARD TRAFFIC, 5 IN, THICK sY 3494.67 $34.20 $119,517.71 $ - 2,255.00 | $ 77,121.00 48 FULL DEPTH-RECLAMATION s¥ 6136.09 $3235 $49-942.00 $ - - $ - 50 REMOVAL OF SIDEWALK SY 1324.00 $6.00 $7,944.00: 979.46 | $ 5,876.76 1,781.79 | $ 10,690.74 51 REMOVAL OF DRIVEWAY SY 981.00 $10.00 $9,810.00 3 - 618.86 | $ 6,188.60 52 REMOVAL OF CURB STA 1,00 $1,500.00 $1,500.00 $ - 0.50 | $ 750.00 53 REMOVAL OF PAVEMENT sy 113.00 $15.00] . $1,695.00 1,349.00 | $ 20,235.00 1,420.50 | $ 21,307.50 54 SIDEWALK, PCC, 4 IN. SY 1387.40 $44.00 361,045.60. 33.34 | $ 1,466.96 783.34 | $ 34,466.96 55 SIDEWALK, PCC, 6 IN. SY 930.50 $49.00 $45,594.50 10.50 | $ 514.50 490.50 | $ 24,034.50 56 COMBINED SIDEWALK AND RETAINING WALL cy 25.00 $750.00 $18,750.00 $ - : $ : 57 DETECTABLE WARNING SF 280.00 $35.00 $9,800.00 50.00 | $ 1,750.00 30.00 | $ 1,750.00 58 DRIVEWAY, PAVED, PCC, 6 IN. SY 727.00 $49.65 $36,095.55 $ - 479.50 | $ 23,807.18 59 DRIVEWAY, GRANULAR TON 34.00 $25.00" ___$850,00 3 - 72,00 | $ 1,800.00 60 SLOPE PROTECTION, WOOD EXCELSIOR MAT SQ 7.00 $100.00 $700.00 $ - : $ - 61 STABILIZAING CROP SEEDING, FERTILIZING, (URBAN) ACRE 0.50 $3,000.00 $1,500.00 $ - : $ : 62 CONVENTIONAL SEEDING, SEEDING, FERT., AND MULCHING ACRE 1.00 $3,000.00 $3,000.00 $ - - $ - 63 PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH LF 300.00 $2.50 $750.00 $ - 80,00 | $ 200.00 64 PERIMETER4SLOPE SEDIMENT CONTROL DEVICE 12 INCH LF 300.00 $4.00 $1,200.00. $ - : $ - 65 REMOVE PERIMETER+SLOPE SEDIMENT CONTROL DEVICE LF 600.00 $2.00 31,200.00- $ - - $ - 66 REVETMENT, CLASS D TON 10.00 $75.00 $750.00 $ - 10.00 | $ 750.00 67 EROSION STONE TON 5.00 $150.00 $750,00.. $ - - $ - 68 SWPPP MANAGEMENT Ls 1.00 $2,000.00} $2,000;00 $ - 0.50 | $ 1,000.00 69 MOBILIZATION LS 1.00 $121,000.00 $121,000.00 § - 0.90 | $ 108,900.00 70 TRAFFIC CONTROL Ls 1.00 $11,790.00 ‘$115790.00~ $ - 0.75 | $ 8,842.50 71 RELOCATION OF MAILBOXES EACH 13.00 $125.00}. $1,625.00 $ - 6.50 | $ 812.50 72 REMOVAL OF SIGNS EACH 21.00 $50.00 $1,050.00 $ - 19.00 | $ 950.00 73 REMOVE AND REINSTALL SIGNS EACH 27.00 $150.00 $4,050.00- 8.00 | 3 1,200.00 8.00 | $ 1,200.00 74 TYPE A SIGNS SF 114.95 $19.00 $2,184.05. 25.00 | $ 475.00 25.00 | $ 475.00 75 STEEL POSTS FOR TYPE A SIGNS LF 812.00 $12.50 $10,150.00" 125.00 | $ 1,562.50 125.00 | $ 1,562.50 76 LIGHT POLES EACH 12.00 $2,750.00}: $33,000.00 2.00 | $ 5,500.00 9.00 | $ 24,750.00 77 ELECTRICAL CIRCUITS LF 2401.00 $12.50 $30,012.50 880.00 | $ 11,000.00 2,100.00 | $ 26,250.00 78 HANDHOLES AND JUNCTION BOXES EACH 5,00 $700.00 $3,500.00 $ - 3.00 | $ 2,100.00 79 PAINTED PAV'T MARKS, WATERBORNE/SOLVENT BASED STA 32.88 $116.25 $3,822.30 $ - - $ x 80 PAINTED PAV’T SYMBOLS, WATERBORNE/SOLVENT BASED EACH 7.00 $85.90 $601.30 $ - - $ - Bid Alternate : $ - - $ - Si | SFRUCTURAL CONCRETE ey 48:50) $608.00 $29,400,090 $ - - $ : 82 _ | REINFORCING STEEL LBS 363740 $2.50 $9,092.75 $ - - $ - 83 [ENGINEERED Son, ey 439,79) $35.00] $4,892.65 $ - - $ - 84 | CHOKER ACCREGATE cE 465.09 $2.90 $930.00 $ - - $ - 88 |AGGREGATE SupBASE cE 4960.09) $2.00 $3,720.00 $ - - $ - 86 i ages use “a neeiiel EACH z00 $500.00 $2,500.00 $ - - $ - 87 | MULCH HARDWOOD &F 465.00 $2.00 $930.00 $ - - $ : 88 |JUTE FIBER MESH SE 4969.00 $6.75 $4,295.00 $ - - 3 : 89 «| SPERL PIPE HANDRAIL LE 29159) $56.00 $44,575.00 $ - - $ - $ - - $ - $0.00 - $ - TOTAL OF THE BASE BID (Total of Items 1-46): $1,824,618.96 $ 60,815.72 $ 1,223,481.96 COl | Geogrid and Subbase LS 1.00 | $ (10,000.00) ($10,000.00) $ - : $ - Additional Excavation Class 10 . CY 674.96 $10.00 $6,749.60 629.80 | $ 6,298.00 Geo-grid SY 6136.00 $3.00 318,408.00 3,780.00 | $ 11,340.00 Subbase 12-inch CY 2070.90 $36.00 $74,552.40 1,259.50 | $ 45,342.00 Pavement Removal SY 8136.00 $5.00 $40,680.00 4,824.50 | $ 24,122.50 CO2__|Connection of sump lines and roof drains EACH 3.00 | $ 685.00 $2,055.00 $ - 3.00 | $ 2,055.00 CO3__{Flowable Mortar for storm sewer abandonment cy 6.00 | $ 152.25 $913.50 $ - 6.00 | $ 913.50 CO4 {Exploratory Excavation LS 1.00 | $ 5,283.08 $5,283.08 $ - 1.00 | $ 5,283.08 COS __|Sanitary Sewer Repairs EACH 3.00 | $ 7,500.00 $22,500.00 3 - 3.00 | 3 22,500.00 CO6 |Relocate Raw Watermain LF 200.00 | $ 67.00 $13,400.00 $ - 200.00 | $ 13,400.00 CO7_|Sanitary Service exploration LS 1.00 | 3 2,500.00 $2,500.00 $ - 1.00 18 2,500.00 CO8__|2-Inch Water Service EACH 1.00 | $ 3,500.00 $3,500.00 $ - 1.00 | $ 3,500,00 CO9___|Sump Pump and Roof Drain Connections LS 1.00 | 3 1,425.00 $1,425.00 $ : 1.00 | $ 1,425.00 CO10 |Roof Drains at Fire Station LS 1.00 | 3 4,250.00 $4,250.00 $ - 1,00 | $ 4,250.00 CO11 {Intake Throat replacement LS 1,00 | $ 2,800.00 $2,800.00 $ - 1.00 | $ 2,800.00 CO12_ |ACC Millings TON 83.33 | $ 30,00 $2,499.90 $ - 83.33 | 3 2,499.90 CO13_| Additional Grading in Front Yards sy 297.40 | $ 15,00 $4,461.00 297.40 | $ 4,461.00 29740 | $ 4,461.00 CO14 [Light Pole, Driveway Wall, 9" PCC, PCC Winter Charge LS 1.00 | $ 24,911.80 $24,911.80 1,00 | 3 24,911.80 1.00 | $ 24,911.80 COQ15_| Brick Paver - furnish Only LS 1,00 | $ 46,285.84 $46,285.84 1.00 | $ 46,285.84 1,00 | $ 46,285.84 COQ10 | Modify Existing Intake - Grant Street LS 1.00 | $ 7,400.00 $7,400.00 1.00 | $ 7,400.00 1.00 | $ 7,400.00 $ - - $ : $ - : $ : 3 : - $ - 3 - - 3 - $ - - $ - $0.00 $ - - $ - CHANGE ORDER SUB-TOTAL $274,575.12 $ 83,058.64 $ 231,287.62 L AMOUNT EARNED TOTAL PSS $143,874.36 1,454,769.58 9998 Materials Stored on-site $ - 101,000.00 | $ 101,000.00 9999 Materials Installed on-site (Deduct) $ (11,000.00) (81,000.00)| $ (92,000.00) MATERIALS SUB-TOTAL (11,000.00) 9,000.00_ TOTAL 132,874.36 S$ 1,463,769.58